题名: |
DESIGN OF OOSTENDE HARBOUR ENTRANCE NUMERICAL SIMULATION OF WAVE PENETRATION |
作者: |
J. GEERAERTS; P. TROCH; J. DE ROUCK; L. VAN DAMME |
关键词: |
ENTRANCE NUMERICAL SIMULATION ; WAVE PENETRATION |
摘要: |
Wave penetration in the planned modified harbour of Oostende has been studied using numerical modelling. The commercial software package SimWave has been used. The Simwave computer model is based on Nwogu's extended Boussinesq model equations. These equations are solved in the time domain. The model simulates the shallow water effects (e.g. shoaling, refraction, diffraction, wave run-up and wave breaking) which the waves are subjected to when they penetrate the harbour. Validation of the numerical model has been carried out by comparing data from a prototype measurement campaign with results from a numerical simulation. The simulations are specified by different storm return periods. Influence of wave period, wave height, water level and nature of wave attack (regular or irregular waves) have been considered. |
总页数: |
Proceedings of the 30th PIANC-AIPCN Congress. Sydney Australia. 22-26 Sept. 2002. pp9 |
报告类型: |
科技报告 |